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140 <br />135 <br />130 <br />125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />JOB NO. 21,006 <br />0 5 <br />MOISTURE CONTENT% <br />Sample Description <br />GRAVEL, <br />10 15 <br />1 <br />L <br />0 <br />O <br />Compaction Test Procedure ASTM D 1557 -91 <br />METHOD C <br />s <br />n <br />7 L <br />a <br />0 <br />SILTY, VERY SANDY (GM) <br />Location #3 M I NE <br />20 25 <br />CURVE NUMBER <br />MAXIMUM DRY DENSITY <br />110.0 PCF <br />OPTIMUM MOISTURE CONTENT <br />9 . 5 % DRY WEIGHT <br />LIQUID LIMIT <br />PLASTICITY INDEX <br />GRAVEL <br />SAND <br />SILT AND CLAY <br />Compaction <br />Test Results <br />30 35 <br />33 % <br />NP % <br />43 % <br />43 % <br />14 % <br />FIG. 4 <br />